HomeMy WebLinkAbout447 Route 28 Site Plan (2)� E'A' 6" D'JCTI'L'- IRON
FRE PROTECT &, WATER SERVII
(COORDINATE LOCATION WITH C
RECE
HEAD BLOCK
SYM
CNT
POSITION
FINISH
TEMP
K
NPT
SIN
MFG.
@0
78
UPR
BRASS
155
5.60
1/2"
VK300
VIKING
W
2
DRY PEND
WHITE
155
5.60
1"
VK180
VIKING
0
3
PEND
WHITE
155
5.60
1/2"
VK302
VIKING
BEAM CLAMP
I
TYPICAL TRAPEZE HANGER DETAIL
HUNG FROM TOP OF JOIST
F IF
ROD
WITH INTERMEDIATE ROOF FRAMING
REFER TO STRUCTURAL SHOP DRAWINGS
FOR COLLATERAL LOAD LIMITS OF PURLINS
(ADD SUPPLEMENTAL FRAMING AS NECESSARY)
BEAM CLAMP
TYPICAL HANGER DETAIL
HUNG FROM TOP OF JOIST
I
BEAM CLAMP STRAP ILS�IPE AD G ROD B� CLAMP STRAP DREADED RODBEAM CLAMP STRAP
GENER L NOTES.� PE RING \1--
1. SYSTEM iS WET PIPE, HYDRAULICALLY CALCULATED PER NEPA 13. (2013)
ORDINARY HAZARD GROUP II TO A DENSITY OF .20 GPM/1500 SQ.. FT.
2. OCCUPAr!CY IS MERCHANTILE
3. PIPING 1 1/4" TO 6" IS SCHEDULE 10 WITH MECHANICAL TEE OUTLETS AND ROLL
GROOVED ENIDS WITH GROOVED COUPLINGS AND FITTINGS. 1" PIPING IS SCHEDULE 40
WITH THRE�ED ENDS AND D.I. THREAED FITTINGS.
TYPICAL TRAPEZE HANGER DETAIL
HUNG FROM BOTTOM OF JOIST
;EAL PIPE DROP
ALL FRAMING
VIDE ACCESS DOOR)
>PECTOR'S TEST CONNECTION —
'TALL ON REMOTE BRANCH LINE,
LVE AT MAXIMUM OF 7' AFF
CHARGE ON GRADE AT EXTERIOR
NOTE:
OWNER IS RESPONSIBLE FOR PROVIDING
ADEQUATE HEAT (40 DEGREES F)
OWNER IS RESPONSIBLE FOR MAINTAINING
THE SPRINKLER SYSTEM PER NFPA 25
Calculation results for Design Area 1
- STOREFRONT
This system as shown on NEFS
company print no dated 12/15/16
for DOLLAR GENERAL
at 447 MAIN STREET
contract no is designed to discharge at a rate of 0.2 gpm/ft2 (L/min/m2) of floor area over
a maximum area of 1570 ft2 when supplied
with water at a rate of 402.7 qpm at 56.4 psi at the base of the riser.
Hose stream allowance of
is included in the above.
Occupancy classification: OH II
Number of heads flowing: 14
Commodity classification:
System Type: Wet
Maximum storage height:
Maximum velocity: 15.37 ft/s
Storage arrangement:
W
Flow from In -Rack sprinklers:
0 gpm Pressure Required at Source: 56.4 psi
Flow from Overhead sprinklers:
402.7 gpm Pressure Available at Source: 73.6 psi
Flow from Inside Hoses:
0 gpm Surplus Pressure at Source: 17.2 psi
Flow from Outside Hoses:
0 gpm
Other fixed flows:
0 qpm
Total flow in system piping:
402.7 gpm
Additional flow at/beyond source:
250 qpm
Total of all flows:
652.7 gpm
B
SPRINKLER HEAD LOCATION DETAIL
UNOBSTRUCTED CONSTRUCTION
1" DROP NIPPLE
SUSPENDED
CEILING
TYPICAL UPRIGHT SPRINKLER HEAD
NIPPLE
BRANCHUNE
UPRIGHT HEAD DETAIL
ROD
ALARM BELL
EAM CLAMP
THREADED ROD
PE RING
TYPICAL HANGER DETAIL
HUNG FROM BOTTOM OF JOIST
DRAIN
1" CLOSE NIPPLE
BRANCHLINE
— 1" X 1/2" REDUCER
TYPICAL SEMI—RECESSED
SPRINKLER HEAD
DROP CEILING AREAS
TO SYSTEM
6F�' .
BRANCHLIKE
PIPING
WELD -O -LET
1" NIPPLE
1" PLUG
DRY HE� ENT
DRY PENDENT
HEAD DETAIL
SPARE HEAD BOX W/SPARE HEADS
AND WRENCH
E�
0®
4" — RISER MANIFOLD
W/ 3/4" RELEIF VALVE SET AT 175 PSI,
TEST/DRAIN VALVE WITH 1/2" TEST ORFICE,
FLOW SWITCH, PRESSURE GAUGE
4" — AMES 200 COLT
BACK FLOW W/ GR.
BUTTERFLY GATE VA.
AND TAMPER SW.
RISER DETAIL
Cosentini Associates, Inc.
Consulting Engineers
Scali W Dwyer
EXP. 1
Drawing Date: 12/15/16
Drawn By: TB
Scale: 1/8"=1'-0"
U
V)
LJJ
2/ 6
Scale: 1/8"=1'-0"
I
Li.J
H --
Cz
Scali W Dwyer
EXP. 1
Drawing Date: 12/15/16
Drawn By: TB
Scale: 1/8"=1'-0"
Sheet Title
DETAILS
SITE PLAN
FP - 1
I�
J
Li.J
H --
Z
W
=
H
LSI
LAJ
45
En
O
E
Q
Z
J
F—
c
W
Sheet Title
DETAILS
SITE PLAN
FP - 1
I�